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A reinforced concrete column is a structural member designed to carry compressive loads, composed of concrete with an embedded steel frame to provide reinforcement. For design purposes, the columns are separated into two categories: short columns and slender columns.
The -ette suffix, from French language, is a diminutive, which can also have a condescending connotation: in our case, it shifts the meaning from column to small column or fake columns. In the field of Angkorian archeology, Edme Casimir de Croizier was the first to use the name of colonnette in his study of Khmer art in 1875. [ 9 ]
The slenderness ratio is an indicator of the specimen's resistance to bending and buckling, due to its length and cross section. If the slenderness ratio is less than the critical slenderness ratio, the column is considered to be a short column. In these cases, the Johnson parabola is more applicable than the Euler formula. [5]
In practical design, it is recommended to increase the factors as shown above. The following assumptions are made while deriving Euler's formula: [3] The material of the column is homogeneous and isotropic. The compressive load on the column is axial only. The column is free from initial stress. The weight of the column is neglected.
The table will have two columns, with column 1 twice (2×) the width of column 2. A border of 2px (1px width on each side) corresponds to a 5%. Therefore, with a 2px border, the width needs to be 95% for the table to fit within the screen.
The shaft is wider at the bottom than at the top, because its entasis, beginning a third of the way up, imperceptibly makes the column slightly more slender at the top, although some Doric columns, especially early Greek ones, are visibly "flared", with straight profiles that narrow going up the shaft. The capital rests on the shaft.
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